Wave RUN-UP Measurements under very oblique wave incidence

R. Lemos, Vera O. Pina, João Santos, C. Fortes, M. T. Reis, A. Bornschein
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引用次数: 0

Abstract

Under the scope of the HYDRALAB+ transnational access project, the so-called RODBreak experiment was conducted in the multidirectional wave basin at the Marienwerden facilities of the Leibniz University Hannover (LUH). A stretch of a rubble-mound breakwater was built in the wave basin with a very gentle slope. Its armour layer was made of Antifer cubes, at the roundhead and adjoining trunk, and of rock, at the rest of the trunk. A set of tests was carried out to extend the range of wave steepness values analysed in wave run-up, overtopping and armour layer stability studies, focusing on oblique extreme wave conditions, with incident wave angles from 40º to 90º. The present study focuses on the analysis of measured wave run-up values obtained in the tests and on their on their variability as well as the influence of the wave obliquity and directional spreading. Keywords: rubble-mound breakwaters; run-up; oblique waves; physical modelling; RODbreak.
非常斜波入射下的波浪助跑测量
在HYDRALAB+跨国访问项目的范围内,所谓的RODBreak实验在汉诺威莱布尼茨大学(LUH)的Marienwerden设施的多向波池中进行。在波浪盆地上建了一段碎石丘防波堤,坡度非常平缓。它的装甲层是用安提弗方块制成的,在圆头和毗邻的树干上,在树干的其余部分是用岩石制成的。进行了一组测试,以扩大波浪上升、过顶和装甲层稳定性研究中分析的波陡值范围,重点是倾斜极端波条件,入射波角从40º到90º。本文着重分析了试验中测得的波浪上升值及其变化规律,以及波浪倾角和方向传播的影响。关键词:碎石丘防波堤;预备阶段;斜波;物理模型;RODbreak。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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